Module 06
Soil compaction and earthworks
Densifying soil by expelling air: the compaction curve, optimum water content, the zero-air-voids ceiling, and how compaction is specified and controlled on site.
What this module covers
- Distinguish compaction (expelling air) from consolidation (expelling water)
- Explain the shape of the dry-unit-weight vs water-content compaction curve
- Define optimum water content and maximum dry unit weight
- Derive and use the zero-air-voids line as the ceiling every curve sits below
- Explain how compactive effort shifts the curve
- Interpret a field specification (percentage of maximum dry density, air voids)
Lessons
Expelling air to densify soil, and why it differs from consolidation.
Start lesson →Optimum water content, maximum dry unit weight, and the ceiling no curve can cross.
Start lesson →From the laboratory curve to a site specification and its control.
Start lesson →
Module checkpoint
Check what you have taken in
2 questions
Question 1
A soil with Gs = 2.68 is compacted to γd = 17.9 kN/m³ at w = 13%. What is its air-voids content, as a percentage? (γw = 9.81 kN/m³. Use A = 1 − γd(1 + wGs)/(Gs·γw).)
Question 2
Increasing the compactive effort on a soil generally does what to the compaction curve?